成考院校在线答案
- 2022-09-12 [判断] <p class="MsoNormal">10、<span style="font-family:宋体">高层建筑的抗震设计应采取了两阶段设计法，满足三水准抗震设防目标的要求。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">10、<span style="font-family:宋体">抗震设计的双肢剪力墙的墙肢允许出现小偏心受拉。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">14、<span style="font-family:宋体">抗震设计剪力墙连梁的弯矩可塑性调幅。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">17、<span style="font-family:宋体">结构抗震性能分为</span><span style="font-family:'Times New Roman'; font-size:10.5pt">A</span><span style="font-family:宋体">、</span><span style="font-family:'Times New Roman'; font-size:10.5pt">B</span><span style="font-family:宋体">、</span><span style="font-family:'Times New Roman'; font-size:10.5pt">C</span><span style="font-family:宋体">、</span><span style="font-family:'Times New Roman'; font-size:10.5pt">D</span><span style="font-family:宋体">四个水准。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">6、<span style="font-family:宋体">在集中荷载作用下，剪力墙内无暗柱时还应进行局部受压承载力验算。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">3、<span style="font-family:宋体">某对称配筋矩形框架柱，有两组内力（</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>1</sub><span style="font-family:宋体">，</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>1</sub><span style="font-family:宋体">），（</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>2</sub><span style="font-family:宋体">，</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>2</sub><span style="font-family:宋体">），当</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>1</sub><span style="font-family:'Times New Roman'; font-size:10.5pt">=N</span><sub>2</sub><span style="font-family:宋体">，</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>1</sub><span style="font-family:宋体">＞</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>2</sub><span style="font-family:宋体">时，第一组内力作用下的柱子所需配筋较多。</span><span style="font-family:宋体">（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">9、<span style="font-family:宋体">某对称配筋矩形框架柱，有两组内力（</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>1</sub><span style="font-family:宋体">，</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>1</sub><span style="font-family:宋体">），（</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>2</sub><span style="font-family:宋体">，</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>2</sub><span style="font-family:宋体">），当</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>1</sub><span style="font-family:宋体">＞</span><span style="font-family:'Times New Roman'; font-size:10.5pt">N</span><sub>2</sub><span style="font-family:宋体">，</span><span style="font-family:'Times New Roman'; font-size:10.5pt">M</span><sub>1</sub><span style="font-family:'Times New Roman'; font-size:10.5pt">=M</span><sub>2</sub><span style="font-family:宋体">时，第一组内力作用下的柱子所需配筋较多</span><span style="font-family:宋体">。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">8、<span style="font-family:宋体">剪力墙两端和洞口两侧应设置边缘构件。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">20、<span style="font-family:宋体">防震缝两侧结构体系不同时，缝宽应按需要较窄的规定采用。（ ）</span></p>
- 2022-09-12 [判断] <p class="MsoNormal">4、<span style="font-family:宋体">剪力墙应进行平面内的斜截面受剪、偏心受压或偏心受拉、平面外轴心受压承载力验算。（ ）</span></p>